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REV93041
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REV93041
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Entry Properties
Last modified
8/25/2016 3:14:24 AM
Creation date
11/21/2007 11:26:54 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981038
IBM Index Class Name
Revision
Doc Date
11/18/1996
Doc Name
BOWIE NO 1 MINE C-81-038 FORMERLY ORCHARD VALLEY MINE STABILITY ANALYSIS FOR NEW RECLAMATION PLAN
From
DMG
To
JIM PENDLETON
Type & Sequence
TR28
Media Type
D
Archive
No
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• • <br /> <br />STATE OF iii iiiiiiiiiiiiiiii <br />999 <br />COLORADO <br />DIVISION OF MINERALS AND GEOLOGY <br />Department of Natural Resources <br />1313 Sherman 51., Roum 215 d` <br />Denver, Colorado fl0?01 Il <br />` <br />Phone: U031 866-3567 II <br />FAX 00]} 83?-8106 <br /> DEPAR7 MEN7" OF <br /> NATURAL <br /> RESOURCES <br /> <br />DATE: <br />November 18, 1996 Roy Ramer <br />covernar <br /> lames 5. Lochhead <br /> <br />TO: <br />Jim Pendleton Executive D~reuor <br /> Michael B. Long <br /> <br />FROM: <br />Erica Crosby Division Director <br />RE: Bowie Mine #1 C-81-038 (formerly Orchard Valley Mine) <br /> Stability Analysis for New Reclamation Plan <br />Jim, Bowie Resources Limited has submitted a revised reclamation plan for the Bowie #1 <br />Mine. The Division originally requested that the operator demonstrate that the minimum <br />static factor of 1.3 can be achieved on all backfilled slopes. Bowie responded by stating that <br />the old reclamation stability analysis presented in Volume 6 can apply since the slopes are <br />still 2:1. Bowie is utilizing fill material on the benches to reclaim the highwalls as well as <br />using roughly 150,000 cY of material from the Timber Storage Area (fill material from the <br />diversion ditch cut). <br />Please review the revised reclamation plan and the stability analysis performed by Geo- <br />Hydro Consulting in 1982 to see if the old stability demonstration can be applied to the new <br />reclamation plan. I would appreciate a response by December 10, 1996. <br />Thank you for your assistance. <br />c:\wp51\misc\961118 <br />
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